HomeMy WebLinkAbout10-039 20101001 Curb Gutter and Footing - Sets 6 7 Koechlein Consulting Engineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy YSuite 115 YLakewood, CO 80228-2845
, www.KCE-Denver.com
LAKEWOOD GRAND JUNCTION
(303) 989-1223 (970)241-7700
(303) 989-0204 FAX (970) 241-7783 FAX
Tom Kassmel, P.E. Job No. 10-039
Town of Vail, Department of Public Works/Transportation Set No. 6
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: Curb and Gutter, West Side of Lionshead Circle at Sta. 0+20
Total Cubic Yards: 8
Supplier: Lafarge Ticket No: 85821915 Mix Design No: RMXDD42GD87
Slump: 2.00 inch(es) Air Content: 4.5 % Wet Unit Weight: 142.8 pcf
Concrete Temperature 71 °F Air Temperature: 60 °F
Test Date: 10/O1/10 Time Test Taken: 9:18 AM
Design Strength: 3000 psi at 28 days Amount of Water Added at Site: 12 gallons
Remarks:
*Refer to ASTM C39/C39M-OS
Age (days) Total Load (lbs) Diameter(in.) Area (sq. in.) Compressive Strength(psi) Type of Fracture*
7 58075 4.01 12.63 4600 5
Koechlein Consulting Engineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy YSuite 115 YLakewood, CO 80228-2845
, www.KCE-Denver.com
LAKEWOOD GRAND JUNCTION
(303) 989-1223 (970)241-7700
(303) 989-0204 FAX (970) 241-7783 FAX
Tom Kassmel, P.E. Job No. 10-039
Town of Vail, Department of Public Works/Transportation Set No. 7
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: Continuous Footing Pad, Sampled at Gridline E-1 to 15'-4" West
Total Cubic Yards: 30
Supplier: Lafarge Ticket No: 85909213 Mix Design No: RMXCE40GD87
Slump: 4.50 inch(es) Air Content: 6.1 % Wet Unit Weight: 141.4 pcf
Concrete Temperature 68 °F Air Temperature: 71 °F
Test Date: 10/O1/10 Time Test Taken: 4:41 PM
Design Strength: 4000 psi at 28 days Amount of Water Added at Site: 5 gallons
Remarks:
*Refer to ASTM C39/C39M-OS
Age (days) Total Load (lbs) Diameter(in.) Area (sq. in.) Compressive Strength(psi) Type of Fracture*
7 42454 4.01 12.63 3360 4
7 43330 4.01 12.63 3430 Average: 3400 5